R=899 Problem 6: Select using LRFD approach, the lightest W section available to support workingtensile loads of TD= R/1.75 kN and Tw 1.3R kN. The member is to be 6m long and isassumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at leastthree holes in each line 76mm on centre. Use 436 steel.=

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Problem 6: Select using LRFD approach, the lightest W section available to support working ensile loads of TD R/1.75 kN and Tw 1.3R kN. The member is to be 6m long and is ssumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at least hree holes in each line 76mm on centre. Use 436 steel. = =

Problem 6: Select using LRFD approach, the lightest W section available to support working ensile loads of TD R/1.75 kN and Tw 1.3R kN. The member is to be 6m long and is ssumed to have two lines of holes for 20mm Ø bolts in each flange. There will be at least hree holes in each line 76mm on centre. Use 436 steel. = =

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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